3. METODISK TILNÆRMING
3.4 M IN POSISJON
Analisar numericamente e experimentalmente a propagação da fissura em vigas de concreto armado analisando a influência do aço dentro do concreto aplicando diversas variações da forma do diagrama constitutivo elementar;
Aplicar outras variações dos modelos constitutivo elementar linear, bi-linear e não linear para estudar a propagação da fissura sob uma abordagem dinâmica em diversas estruturas de concreto;
Analisar a propagação de fissuras em cascas e placas de concreto, e ou concreto armado utilizando diferentes modelos strain-softening.
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